Homework Answers
please
rate...thaankyou in advance
Add Answer to:
Given the following soil and groundwater conditions: In any of the soil layers, the head loss...
Problem III. You are working at a construction site that has the given groundwater flow conditions....
Problem III. You are working at a construction site that has the given groundwater flow conditions. Assume that head loss cannot be neglected in either the silt or the clay layers. Determine at the interface of the silt and the clay layers: a. Total vertical stress b. Effective vertical stress C. TOTAL horizontal stress (K = 0.35) Very very permeable sand 2 ft Clay 0.5 ft Silt 2 ft S1011111 SISWA W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW wwwwwwwwwwwwwwwwwwwwwwwwwwwww WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW Datum Layer Hydraulic Conductivity...
Problem 1 Ground Surface A soil profile is shown to the right. The groundwater table is...
Problem 1 Ground Surface A soil profile is shown to the right. The groundwater table is located 15 feet below ground. Calculate the total stress, pore water pressure and effective stress in the vertical and horizontal direction at points a, b, and c located Coarse Sand -120 lb/ft Ko 0.4 %at: 125 lb/ft3 a) 15, b) 40, and c) 58 feet below the ground surface. Stiff Clay = 110 lb/ft3 %at 115 lb/ft3 Ko= 1.3 58 Limestone Bedrock
Name: 12. Which of the following represents the correct standard proctor test procedure? a. 3 soil...
Name: 12. Which of the following represents the correct standard proctor test procedure? a. 3 soil layers, with 30 blows per layer using a 5.5 lb hammer dropped a distance of 12 inches b. 3 soil layers, with 25 blows per layer using a 10 lb hammer dropped a distance of 12 inches c. 5 soll layers, with 30 blows per loyer using a 10 lb hammer dropped a distance of 10 inches d. 3 soll layers, with 25 blows...
A soil profile consisting of 3 layers is shown in Fig. 3. Answer the following V....
A soil profile consisting of 3 layers is shown in Fig. 3. Answer the following V. questions: (20 pts) Layer 1 HI-5 m, e-0.7, Gs 2.69 H2-8 m, e=0.55, Gs 2.70 H3 3 m, w-38%; e=1.2 H Groundwater Layer 2 Layer 3 Dry sand Sand Clay Rock Fig. 3 u, and o at points A, B, C and D. and plot Calculate the values of o 1. the variations of o ,u, and o with depth. (10 pts) Calculate the...
For the three connected reservoirs with the given information, calculate the water velocity in each pipe,...
For the three connected reservoirs with the given information, calculate the water velocity in each pipe, neglecting the minor losses Patm Zв 850 f. =700 ft. d 1.1 ft Patm =800 ft. d 1 ft f=0.03 atm in all pipes ZA838 ft. d 1.2 ft =600 ft =805 ft. Datum F (velocity, ft/s x diameter. (Vd) for water at 6 Valu 8000 8 10 0.1 0.2 0.4 0.6 0.8 1 40 60 80 100 200 400 600 800 1000 2...
Water at 50 °F is pumped from pond 1 to pond 2. Calculate the volumetric flow...
Water at 50 °F is pumped from pond 1 to pond 2. Calculate the volumetric flow rate and pump power for the following given information Patm h Opump Patm ... Total pipe length: /=500 ft Pipe diameter: d=8 in Pipe material: new cast iron Elbow type: flanged, 90° regular Valve type: globe, flanged, fully open Inlet and Exit type: sudden, Fig. 6.22 Pump head: hp 250 ft Pump efficiency: np=0.85 h-200 ft F (velocity, ft/s x diameter. (Vd) for water...
Water at 50 °Fis circulated from a large tank, through a filter, and back to the...
Water at 50 °Fis circulated from a large tank, through a filter, and back to the tank Calculate the volumetric flow rate through the filter for the following given information: Patm V.. Valve Pump Filter Pump power: W=200 lbf.ft/s Pump efficiency: 1p-0.9 Total pipe length: /= 200 ft Pipe diameter: d=0.1 ft Pipe surface relative roughness: /d=0.01 Elbow loss factor (each): Kelbow=1.5 Valve loss factor: Kvalve-6 Inlet and Exit type: sudden, Fig. 6.22 Filter loss factor Kriter=12 F (velocity, ft/s...
Consider the following hypotheses: H0: μ ≤ 37.9 HA: μ > 37.9 A sample of 31...
Consider the following hypotheses:
H0: μ ≤ 37.9
HA: μ > 37.9
A sample of 31 observations yields a sample mean of 39.3. Assume
that the sample is drawn from a normal population with a population
standard deviation of 4.2. Tables provided below z table
or t table****
a-1. Find the p-value.
0.05 p-value < 0.10
p-value 0.10
p-value < 0.01
0.01 p-value < 0.025
0.025 p-value < 0.05
a-2. What is the conclusion if α =
0.01?
Reject H0 since the p-value is...
Problem III. You are working at a construction site that has the given groundwater flow conditions. Assume that head loss cannot be neglected in either the silt or the clay layers. Determine at the interface of the silt and the clay layers: a. Total vertical stress b. Effective vertical stress C. TOTAL horizontal stress (K = 0.35) Very very permeable sand 2 ft Clay 0.5 ft Silt 2 ft S1011111 SISWA W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW wwwwwwwwwwwwwwwwwwwwwwwwwwwww WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW Datum Layer Hydraulic Conductivity...
Problem 1 Ground Surface A soil profile is shown to the right. The groundwater table is located 15 feet below ground. Calculate the total stress, pore water pressure and effective stress in the vertical and horizontal direction at points a, b, and c located Coarse Sand -120 lb/ft Ko 0.4 %at: 125 lb/ft3 a) 15, b) 40, and c) 58 feet below the ground surface. Stiff Clay = 110 lb/ft3 %at 115 lb/ft3 Ko= 1.3 58 Limestone Bedrock
Name: 12. Which of the following represents the correct standard proctor test procedure? a. 3 soil layers, with 30 blows per layer using a 5.5 lb hammer dropped a distance of 12 inches b. 3 soil layers, with 25 blows per layer using a 10 lb hammer dropped a distance of 12 inches c. 5 soll layers, with 30 blows per loyer using a 10 lb hammer dropped a distance of 10 inches d. 3 soll layers, with 25 blows...
A soil profile consisting of 3 layers is shown in Fig. 3. Answer the following V. questions: (20 pts) Layer 1 HI-5 m, e-0.7, Gs 2.69 H2-8 m, e=0.55, Gs 2.70 H3 3 m, w-38%; e=1.2 H Groundwater Layer 2 Layer 3 Dry sand Sand Clay Rock Fig. 3 u, and o at points A, B, C and D. and plot Calculate the values of o 1. the variations of o ,u, and o with depth. (10 pts) Calculate the...
For the three connected reservoirs with the given information, calculate the water velocity in each pipe, neglecting the minor losses Patm Zв 850 f. =700 ft. d 1.1 ft Patm =800 ft. d 1 ft f=0.03 atm in all pipes ZA838 ft. d 1.2 ft =600 ft =805 ft. Datum F (velocity, ft/s x diameter. (Vd) for water at 6 Valu 8000 8 10 0.1 0.2 0.4 0.6 0.8 1 40 60 80 100 200 400 600 800 1000 2...
Water at 50 °F is pumped from pond 1 to pond 2. Calculate the volumetric flow rate and pump power for the following given information Patm h Opump Patm ... Total pipe length: /=500 ft Pipe diameter: d=8 in Pipe material: new cast iron Elbow type: flanged, 90° regular Valve type: globe, flanged, fully open Inlet and Exit type: sudden, Fig. 6.22 Pump head: hp 250 ft Pump efficiency: np=0.85 h-200 ft F (velocity, ft/s x diameter. (Vd) for water...
Water at 50 °Fis circulated from a large tank, through a filter, and back to the tank Calculate the volumetric flow rate through the filter for the following given information: Patm V.. Valve Pump Filter Pump power: W=200 lbf.ft/s Pump efficiency: 1p-0.9 Total pipe length: /= 200 ft Pipe diameter: d=0.1 ft Pipe surface relative roughness: /d=0.01 Elbow loss factor (each): Kelbow=1.5 Valve loss factor: Kvalve-6 Inlet and Exit type: sudden, Fig. 6.22 Filter loss factor Kriter=12 F (velocity, ft/s...
Consider the following hypotheses:
H0: μ ≤ 37.9
HA: μ > 37.9
A sample of 31 observations yields a sample mean of 39.3. Assume
that the sample is drawn from a normal population with a population
standard deviation of 4.2. Tables provided below z table
or t table****
a-1. Find the p-value.
0.05 p-value < 0.10
p-value 0.10
p-value < 0.01
0.01 p-value < 0.025
0.025 p-value < 0.05
a-2. What is the conclusion if α =
0.01?
Reject H0 since the p-value is...
Most questions answered within 3 hours.
-
Can someone explain this code with comments I am supposed to dispay an array an add...
asked 12 seconds ago -
MKT2283 Sales Management Week 2 Assignment
Making Sales Management Decisions – Pronto Retail
Centers
Sales Management,...
asked 6 minutes ago -
Uranium is distributed in a form called yellow cake, which is
made from uranium ore. In...
asked 18 minutes ago -
Python:
Write a func that will create a list of random numbers. The
function will take...
asked 21 minutes ago -
Which of the following statements below is correct? There might
be more than one correct answer....
asked 23 minutes ago -
You find that the annual standard deviation of a stock's returns
is equal to 35%. For...
asked 28 minutes ago -
A 2,000 kg car is traveling at 20.0 m/s down a long mountain
grade of 1.00%....
asked 36 minutes ago -
A baseball is hit almost straight up into the air with a speed
of 26 m/s...
asked 43 minutes ago -
In C++, what is the easiest way to have a program ask for first,
middle and...
asked 42 minutes ago -
1. When evaluating a source in a magazine, journal, newspaper,
or website, which one is NOT...
asked 51 minutes ago -
Write the vb.Net code that displays a 2-column table in a
textbox, displaying (1,2,3, ...., 100) in...
asked 54 minutes ago -
When 96.3 g of alanine C3H7NO2 are dissolved in 500. g of a
certain mystery liquid...
asked 57 minutes ago